- County
- DUBUQUE
- Bid Order
- 007
- Enriched
- Yes
- Projects
- BRF-061-8(162)--38-31, BRF-061-8(169)--38-31
- Proposal Id
- 31-0618-162
- Letting Date
- Oct 20, 2026
- List Url Hint
- ia.iowadot.gov/contracts/biddocuments
- Package Text
- 9/8/2026 12:55 PM
CONTRACTS AND SPECIFICATIONS BUREAU
Proposal
Proposal ID: 31-0618-162 Letting Date: October 20, 2026
Call Order: 007
Proposal Work Type: BRIDGE REPAIR
DBE Goal: 0.0%
Contracting Authority: IOWA DEPARTMENT OF TRANSPORTATION
Proposal Guaranty: $750,000.00
This proposal includes the following project(s):
Project Number: BRF-061-8(162)--38-31 County: DUBUQUE
Project Work Type: BRIDGE REPAIR Route: U.S. 61
Location: Mississippi River in Dubuque
Road System: PRIMARY ROAD (on NHS)
Federal Aid - Wages: Federal Aid - Predetermined Wages are in Effect
Project Number: BRF-061-8(169)--38-31 County: DUBUQUE
Project Work Type: BRIDGE DECK OVERLAY Route: U.S. 61
Location: Over 4th St, 5th St, and White St 0.6 mi N of US 20 in Dubuque (NB/SB)
Road System: PRIMARY ROAD (on NHS)
Federal Aid - Wages: Federal Aid - Predetermined Wages are in Effect
Contracts and Specifications Bureau
9/8/2026 12:55 PM
The following sections are alternates:
Contract Time
Proposal ID: 31-0618-162 Call Order: 007 Letting Date: October 20, 2026
Site ID Site Details Liquidated
Damages
00 Late Start Date 04/05/2027 140 WORK DAYS $2,000.00
Overall Site.
01 No Start Date Specified 45 WORK DAYS $3,500.00
Stage 1. US 151/61 to Kerper Blvd. exit ramp closure.
02 No Start Date Specified 45 WORK DAYS $4,000.00
Stage 2. Kerper Blvd. to US 151/61 entrance ramp closure.
(*) - Indicates Cost Plus Time Site. See Schedule of Items for Cost Per Unit
0005 AA 1 DESIGN NO. 0128; ALTERNATE 'AA' OPTION 1
CLASS O PCC, BID THIS SECTION IF
ALTERNATE ‘AA’ OPTION 1 IS CHOSEN (169)
0006 AA 2 DESIGN NO. 0128; ALTERNATE ‘AA’ OPTION 2
CLASS HPC-O PCC, BID THIS SECTION IF
ALTERNATE ‘AA’ OPTION 2 IS CHOSEN (169)
0008 BB 1 DESIGN NO. 0228; ALTERNATE ‘BB’ OPTION 1
CLASS O PCC, BID THIS SECTION IF
ALTERNATE ‘BB’ OPTION 1 IS CHOSEN (169)
0009 BB 2 DESIGN NO. 0228; ALTERNATE ‘BB’ OPTION 2
CLASS HPC-O PCC, BID THIS SECTION IF
ALTERNATE ‘BB’ OPTION 2 IS CHOSEN (169)
Contracts and Specifications Bureau
9/8/2026 12:55 PM
Proposal ID: 31-0618-162 Call Order: 007 Letting Date: October 20, 2026
Notes
Notes :
There are no notes for this proposal.
Contracts and Specifications Bureau
9/8/2026 12:55 PM
Proposal Specifications List
Proposal ID: 31-0618-162 Call Order: 007 Letting Date: October 20, 2026
Note Description
001.2023 *** STANDARD SPECIFICATIONS -- SERIES 2023 ***
The Iowa Department of Transportation STANDARD SPECIFICATIONS FOR
HIGHWAY AND BRIDGE CONSTRUCTION, SERIES 2023, plus applicable General
Supplemental Specifications, Developmental Specifications, Supplemental
Specifications AND Special Provisions shall apply to construction work on this contract.
Contracts and Specifications Bureau
9/8/2026 12:55 PM
Proposal Specifications List
Proposal ID: 31-0618-162 Call Order: 007 Letting Date: October 20, 2026
Note Description
005.1107.02 *** Revisions to Article 1107.02 ***
Article 1107.02, Insurance, is amended by the following modifications and additions.
This proposal note becomes null and void January 1, 2027.
A. It shall be the Contractor's responsibility to have liability insurance covering all
of the construction operations incident to contract completion and the Contractor must
have on file with the Contracting Authority a current "Certificate of Insurance" prior to
award of contract. The certificate shall identify the insurance company firm name and
address, Contractor firm name, policy period, type of policy, limits of coverage, and
scope of work covered (single contract or statewide). This requirement shall apply with
equal force, whether the work is performed by persons employed directly by the
Contractor including a subcontractor, persons employed by a subcontractor, or by an
independent contractor.
B. In addition to the above, the Contracting Authority shall be included as an
insured party, or a separate owner's protective policy shall be filed showing the
Contracting Authority as an insured party.
C. The liability insurance shall be written by an insurance company (or
companies) qualified to do business in Iowa. For independent contractors engaged
solely in the transportation of materials, the minimum coverage provided by such
insurance shall be not less than that required by Chapter 325A, Code of Iowa, for such
truck operators or contract carriers as defined therein. For all other contractors,
subcontractors, independent contractors, and the Contracting Authority, the minimum
coverage by such insurance shall be as follows:
General Liability, Including: BODILY INJURY
Independent Contractors $500,000 Each Occurrence
Contractual Liability, $500,000 Aggregate
Products and Completed PROPERTY DAMAGE
Operations $250,000 Each Occurrence
$250,000 Aggregate
or
BODILY INJURY AND PROPERTY DAMAGE
- COMBINED SINGLE LIMIT*
$750,000 Each Occurrence
$750,000 Aggregate
*A comprehensive Catastrophe Liability Policy (Umbrella) can be used to aid in
achieving the minimum required limits.
Contracts and Specifications Bureau
9/8/2026 12:55 PM
Proposal Specifications List
Proposal ID: 31-0618-162 Call Order: 007 Letting Date: October 20, 2026
Note Description
*A comprehensive Catastrophe Liability Policy (Umbrella) can be used to aid in
achieving the minimum required limits.
D. Failure on the part of the Contractor to comply with the requirements of this
article will be considered sufficient cause to suspend the work, withhold estimates, and
to deny the Contractor from receiving further contract awards, as provided in Article
1103.01.
500.01 *** WINTER WORK ***
The free time allowed between November 15 and April 1 will not be permitted on this
project. The Contractor shall work during the winter on all working days as defined in
Article 1101.03 'Working Day'.
DS-23004 DEVELOPMENTAL SPECIFICATIONS FOR CONSTRUCTION PROGRESS
SCHEDULE
DS-23014 DEVELOPMENTAL SPECIFICATIONS FOR MODULAR EXPANSION JOINT
ASSEMBLY
DS-23032 DEVELOPMENTAL SPECIFICATIONS FOR ELECTRONIC TICKETING
DS-23057 DEVELOPMENTAL SPECIFICATIONS FOR WORK ON RAILROAD RIGHT-OF-WAY
(BNSF RAILWAY)
DS-23083 DEVELOPMENTAL SPECIFICATIONS FOR FIBER REINFORCEMENT FOR
STRUCTURAL CONCRETE
FHWA-1273.09 FHWA-1273: REQUIRED CONTRACT PROVISIONS FEDERAL-AID
CONSTRUCTION CONTRACTS -- REVISED OCTOBER 23, 2023
23 U.S.C. 133(i) requires application of Davis Bacon predetermined wages on certain
projects on roads functionally classified as a local road or a rural minor collector. This
supersedes the applicability described in FHWA-1273 Section IV.
Contracts and Specifications Bureau
9/8/2026 12:55 PM
Proposal Specifications List
Proposal ID: 31-0618-162 Call Order: 007 Letting Date: October 20, 2026
Note Description
GS-23007 GENERAL SUPPLEMENTAL SPECIFICATIONS FOR HIGHWAY AND BRIDGE
CONSTRUCTION, OCTOBER 20, 2026 RELEASE
IA26-28.4A PREDETERMINED WAGE RATE - GENERAL DECISION NUMBER IA20260028
FOR HEAVY AND HIGHWAY CONSTRUCTION -- STATEWIDE (EXCEPT SCOTT
COUNTY)
Note: The Contractor shall review the contract documents and
is responsible for identifying which zone(s), as defined
in the Predetermined Wage Rate specification, apply to
the work on the contract.
*** Additional Requirement ***
Contracts where the Department is the Contracting Authority:
The Prime Contractor and each approved Subcontractor shall submit certified payrolls
weekly to the Project Engineer. Each Contractor shall use the AASHTOWare Project
Civil Rights and Labor (AWP CRL) software to electronically submit Certified Payroll
Reports. The Contractor shall list the craft for each employee covered by the
Predetermined Wage Rates. The Prime Contractor shall review and approve each
Subcontractor’s payroll within AWP CRL.
Contracts where the Department is not the Contracting Authority:
The Prime Contractor shall submit certified payrolls for itself and each approved
Subcontractor weekly to the Project Engineer. The Contractor may use the Iowa D.O.T.
Certified Payroll form or other approved form. The Contractor shall list the craft for
each employee covered by the Predetermined Wage Rates. The Prime Contractor
shall sign each of the Subcontractor's payrolls to acknowledge the submittal of the
Certified Payroll.
SP-230433 SPECIAL PROVISIONS FOR MAINTENANCE OF NAVIGATION
Dubuque County
BRF-061-8(162)--38-31
Contracts and Specifications Bureau
9/8/2026 12:55 PM
Proposal Schedule of Items
Proposal ID: 31-0618-162 Call Order: 007 Letting Date: October 20, 2026
SECTION: 0001
DESIGN NO. 0226; REPAIRS TO A 2946'-6 X 70'-0 STEEL TIED ARCH BRIDGE - BRF-061-8(162)--38-31
Proposal
Line
Number
Item Number
Item Description
Item Quantity
and Units
Unit Price Bid Amount
Dollars Cents Dollars Cents
0010 2401-6750001
REMOVALS, AS PER PLAN LUMP SUM LUMP SUM _________._____
0020 2403-0100000 192.300
STRUCTURAL CONCRETE
(MISCELLANEOUS)
CY _________._____ _________._____
0030 2403-1000005 170.500
FIBER REINFORCEMENT FOR
STRUCTURAL CONCRETE
CY _________._____ _________._____
0040 2403-1000010
TRIAL BATCH AND TEST PLACEMENT
(FIBER REINFORCED CONCRETE)
LUMP SUM LUMP SUM _________._____
0050 2404-7775005 50,443.000
REINFORCING STEEL, EPOXY
COATED
LB _________._____ _________._____
0060 2408-7800000 662.000
STRUCTURAL STEEL LB _________._____ _________._____
0070 2413-1200000 221.100
STEEL EXTRUSION JOINT WITH
NEOPRENE
LF _________._____ _________._____
0080 2413-1200100 221.100
NEOPRENE GLAND INSTALLATION
AND TESTING
LF _________._____ _________._____
0090 2426-6772016 9.000
CONCRETE REPAIR SF _________._____ _________._____
0100 2499-9000000 369.100
MODULAR EXPANSION JOINT
ASSEMBLY
LF _________._____ _________._____
0110 2499-9000100 5.000
MODULAR EXPANSION JOINT
ASSEMBLY LEAK TESTING
EACH _________._____ _________._____
Contracts and Specifications Bureau
9/8/2026 12:55 PM
Proposal Schedule of Items
Proposal ID: 31-0618-162 Call Order: 007 Letting Date: October 20, 2026
SECTION: 0001
DESIGN NO. 0226; REPAIRS TO A 2946'-6 X 70'-0 STEEL TIED ARCH BRIDGE - BRF-061-8(162)--38-31
Proposal
Line
Number
Item Number
Item Description
Item Quantity
and Units
Unit Price Bid Amount
Dollars Cents Dollars Cents
0120 2508-0804000
BRIDGE CLEANING FOR PAINTING LUMP SUM LUMP SUM _________._____
0130 2508-0805000
BLAST CLEANING OF STRUCTURAL
STEEL
LUMP SUM LUMP SUM _________._____
0140 2508-0970000
CONTAINMENT LUMP SUM LUMP SUM _________._____
0150 2508-0990000
PAINT WASTE TRANSPORT AND
DISPOSAL
LUMP SUM LUMP SUM _________._____
0160 2508-0991000
PAINTING OF STRUCTURAL STEEL LUMP SUM LUMP SUM _________._____
0170 2533-4980005
MOBILIZATION LUMP SUM LUMP SUM _________._____
0180 2595-0005105
RAILROAD PROTECTIVE LIABILITY
INSURANCE FOR BNSF RAILWAY CO.
LUMP SUM LUMP SUM _________._____
0190 2599-9999005 4.000
('EACH' ITEM) Repair Access Doors EACH _________._____ _________._____
0200 2599-9999005 26.000
('EACH' ITEM) Replace Hanger Spacers EACH _________._____ _________._____
0210 2599-9999005 7.000
('EACH' ITEM) Restore Stringer to
FloorbeamConnections
EACH _________._____ _________._____
0220 2599-9999005 16.000
('EACH' ITEM) Screen Covers EACH _________._____ _________._____
0230 2599-9999010
('LUMP SUM' ITEM) Reset Rocker
Bearings
LUMP SUM LUMP SUM _________._____
Contracts and Specifications Bureau
9/8/2026 12:55 PM
Proposal Schedule of Items
Proposal ID: 31-0618-162 Call Order: 007 Letting Date: October 20, 2026
SECTION: 0001
DESIGN NO. 0226; REPAIRS TO A 2946'-6 X 70'-0 STEEL TIED ARCH BRIDGE - BRF-061-8(162)--38-31
Proposal
Line
Number
Item Number
Item Description
Item Quantity
and Units
Unit Price Bid Amount
Dollars Cents Dollars Cents
0240 2599-9999010
('LUMP SUM' ITEM) Vertical Clearance
Gauge
LUMP SUM LUMP SUM _________._____
0250 2599-9999010
('LUMP SUM' ITEM) West Abutment
Repair
LUMP SUM LUMP SUM _________._____
Section: 0001 Total: _________._____
Contracts and Specifications Bureau
9/8/2026 12:55 PM
Proposal Schedule of Items
Proposal ID: 31-0618-162 Call Order: 007 Letting Date: October 20, 2026
SECTION: 0002
ROADWAY ITEMS - BRF-061-8(162)--38-31
Proposal
Line
Number
Item Number
Item Description
Item Quantity
and Units
Unit Price Bid Amount
Dollars Cents Dollars Cents
0260 2102-0425070 717.000
SPECIAL BACKFILL TON _________._____ _________._____
0270 2102-2710070 240.000
EXCAVATION, CLASS 10, ROADWAY
AND BORROW
CY _________._____ _________._____
0280 2102-2713090 925.000
EXCAVATION, CLASS 13, WASTE CY _________._____ _________._____
0290 2121-7425010 241.000
GRANULAR SHOULDERS, TYPE A TON _________._____ _________._____
0300 2304-0100000 1,885.000
DETOUR PAVEMENT SY _________._____ _________._____
0310 2417-2307036 170.000
DRAIN, CORRUGATED METAL
SLOTTED PIPE, 36 IN., W/6 IN. GRATE
LF _________._____ _________._____
0320 2417-5895018 2.000
BEVELED PIPE AND GUARD, 18 INCH EACH _________._____ _________._____
0330 2422-1723018 150.000
CULVERT, UNCLASSIFIED ROADWAY
PIPE, 18 IN. DIA.
LF _________._____ _________._____
0340 2510-6745850 545.500
REMOVAL OF PAVEMENT SY _________._____ _________._____
0350 2527-9263146 16.000
PAINTED SYMBOLS AND LEGENDS,
WATERBORNE OR SOLVENT-BASED
EACH _________._____ _________._____
0360 2527-9263181 445.540
PAVEMENT MARKINGS REMOVED STA _________._____ _________._____
0370 2527-9263190 16.000
SYMBOLS AND LEGENDS REMOVED EACH _________._____ _________._____
Contracts and Specifications Bureau
9/8/2026 12:55 PM
Proposal Schedule of Items
Proposal ID: 31-0618-162 Call Order: 007 Letting Date: October 20, 2026
SECTION: 0002
ROADWAY ITEMS - BRF-061-8(162)--38-31
Proposal
Line
Number
Item Number
Item Description
Item Quantity
and Units
Unit Price Bid Amount
Dollars Cents Dollars Cents
0380 2527-9263209 657.190
PAINTED PAVEMENT MARKINGS,
WATERBORNE OR SOLVENT-BASED
STA _________._____ _________._____
0390 2528-2518000 6.000
SAFETY CLOSURE EACH _________._____ _________._____
0400 2528-2518005 1.000
CROSSOVER BARRICADE EACH _________._____ _________._____
0410 2528-8400048 1,025.000
TEMPORARY BARRIER RAIL,
CONCRETE
LF _________._____ _________._____
0420 2528-8445110
TRAFFIC CONTROL LUMP SUM LUMP SUM _________._____
0430 2528-9109020 11,900.000
TEMPORARY LANE SEPARATOR
SYSTEM
LF _________._____ _________._____
0440 2528-9290050 28.000
PORTABLE DYNAMIC MESSAGE SIGN
(PDMS)
CDAY _________._____ _________._____
0450 2551-0000110 11.000
TEMP CRASH CUSHION EACH _________._____ _________._____
0460 2602-0000030 115.000
SILT FENCE FOR DITCH CHECKS LF _________._____ _________._____
0470 2602-0000071 60.000
REMOVAL OF SILT FENCE OR SILT
FENCE FOR DITCH CHECKS
LF _________._____ _________._____
0480 2602-0000101 15.000
MAINTENANCE OF SILT FENCE OR
SILT FENCE FOR DITCH CHECK
LF _________._____ _________._____
Section: 0002 Total: _________._____
Contracts and Specifications Bureau
9/8/2026 12:55 PM
Proposal Schedule of Items
Proposal ID: 31-0618-162 Call Order: 007 Letting Date: October 20, 2026
SECTION: 0003
ROADWAY ITEMS - IOWA - BRF-061-8(162)--38-31
Proposal
Line
Number
Item Number
Item Description
Item Quantity
and Units
Unit Price Bid Amount
Dollars Cents Dollars Cents
0490 2102-0425070 15.750
SPECIAL BACKFILL TON _________._____ _________._____
0500 2102-2713090 22.000
EXCAVATION, CLASS 13, WASTE CY _________._____ _________._____
0510 2123-7450000 1.000
SHOULDER CONSTRUCTION, EARTH STA _________._____ _________._____
0520 2505-4008120 5,240.000
REMOVAL OF STEEL BEAM
GUARDRAIL
LF _________._____ _________._____
0530 2505-4008300 4,650.000
STEEL BEAM GUARDRAIL LF _________._____ _________._____
0540 2505-4008410 2.000
STEEL BEAM GUARDRAIL BARRIER
TRANSITION SECTION, BA-201
EACH _________._____ _________._____
0550 2505-4021010 2.000
STEEL BEAM GUARDRAIL END
ANCHOR, BOLTED
EACH _________._____ _________._____
0560 2505-4021020 1.000
STEEL BEAM GUARDRAIL END
ANCHOR, W-BEAM
EACH _________._____ _________._____
0570 2505-4021720 1.000
STEEL BEAM GUARDRAIL TANGENT
END TERMINAL, BA-205
EACH _________._____ _________._____
0580 2510-6745850 28.000
REMOVAL OF PAVEMENT SY _________._____ _________._____
0590 2512-1725256 100.000
CURB AND GUTTER, P.C. CONCRETE,
2.5 FT.
LF _________._____ _________._____
0600 2527-9263181 166.130
PAVEMENT MARKINGS REMOVED STA _________._____ _________._____
Contracts and Specifications Bureau
9/8/2026 12:55 PM
Proposal Schedule of Items
Proposal ID: 31-0618-162 Call Order: 007 Letting Date: October 20, 2026
SECTION: 0003
ROADWAY ITEMS - IOWA - BRF-061-8(162)--38-31
Proposal
Line
Number
Item Number
Item Description
Item Quantity
and Units
Unit Price Bid Amount
Dollars Cents Dollars Cents
0610 2527-9263209 189.670
PAINTED PAVEMENT MARKINGS,
WATERBORNE OR SOLVENT-BASED
STA _________._____ _________._____
0620 2528-8400048 4,575.000
TEMPORARY BARRIER RAIL,
CONCRETE
LF _________._____ _________._____
0630 2551-0000110 4.000
TEMP CRASH CUSHION EACH _________._____ _________._____
0640 2602-0000020 170.000
SILT FENCE LF _________._____ _________._____
0650 2602-0000071 85.000
REMOVAL OF SILT FENCE OR SILT
FENCE FOR DITCH CHECKS
LF _________._____ _________._____
0660 2602-0000101 20.000
MAINTENANCE OF SILT FENCE OR
SILT FENCE FOR DITCH CHECK
LF _________._____ _________._____
Section: 0003 Total: _________._____
Contracts and Specifications Bureau
9/8/2026 12:55 PM
Proposal Schedule of Items
Proposal ID: 31-0618-162 Call Order: 007 Letting Date: October 20, 2026
SECTION: 0004
DESIGN NO. 0128; A 741'-0 X 37'-0 CONTINUOUS WELDED GIRDER BRIDGE - BRF-061-8(169)--38-31
Proposal
Line
Number
Item Number
Item Description
Item Quantity
and Units
Unit Price Bid Amount
Dollars Cents Dollars Cents
0670 2401-6750001
REMOVALS, AS PER PLAN LUMP SUM LUMP SUM _________._____
0680 2403-0100000 29.800
STRUCTURAL CONCRETE
(MISCELLANEOUS)
CY _________._____ _________._____
0690 2404-7775005 3,822.000
REINFORCING STEEL, EPOXY
COATED
LB _________._____ _________._____
0700 2404-7775009 139.000
REINFORCING STEEL, STAINLESS
STEEL
LB _________._____ _________._____
0710 2413-0698074 0.400
DECK REPAIR, CLASS A SY _________._____ _________._____
0720 2413-1200000 77.000
STEEL EXTRUSION JOINT WITH
NEOPRENE
LF _________._____ _________._____
0730 2413-1200100 77.000
NEOPRENE GLAND INSTALLATION
AND TESTING
LF _________._____ _________._____
0740 2426-6772016 25.000
CONCRETE REPAIR SF _________._____ _________._____
0750 2533-4980005
MOBILIZATION LUMP SUM LUMP SUM _________._____
Section: 0004 Total: _________._____
Contracts and Specifications Bureau
9/8/2026 12:55 PM
Proposal Schedule of Items
Proposal ID: 31-0618-162 Call Order: 007 Letting Date: October 20, 2026
SECTION: 0005
DESIGN NO. 0128; ALTERNATE 'AA' OPTION 1 CLASS O PCC, BID THIS SECTION IF ALTERNATE ‘AA’ OPTION 1
IS CHOSEN (169)
Proposal
Line
Number
Item Number
Item Description
Item Quantity
and Units
Unit Price Bid Amount
Dollars Cents Dollars Cents
0760 2413-0698066 3,038.300
DECK OVERLAY (CLASS O PCC) SY _________._____ _________._____
Section: 0005 Total: _________._____
SECTION: 0006
DESIGN NO. 0128; ALTERNATE ‘AA’ OPTION 2 CLASS HPC-O PCC, BID THIS SECTION IF ALTERNATE ‘AA’
OPTION 2 IS CHOSEN (169)
Proposal
Line
Number
Item Number
Item Description
Item Quantity
and Units
Unit Price Bid Amount
Dollars Cents Dollars Cents
0770 2403-1000010
TRIAL BATCH AND TEST PLACEMENT
(FIBER REINFORCED CONCRETE)
LUMP SUM LUMP SUM _________._____
0780 2413-0698067 3,038.300
DECK OVERLAY (CLASS HPC-O PCC) SY _________._____ _________._____
0790 2413-1000005 3,038.300
FIBER REINFORCEMENT FOR
CONCRETE REPAIR/OVERLAY
SY _________._____ _________._____
Section: 0006 Total: _________._____
Contracts and Specifications Bureau
9/8/2026 12:55 PM
Proposal Schedule of Items
Proposal ID: 31-0618-162 Call Order: 007 Letting Date: October 20, 2026
SECTION: 0007
DESIGN NO. 0228; A 741'-0 X 37'-0 CONTINUOUS WELDED GIRDER BRIDGE - BRF-061-8(169)--38-31
Proposal
Line
Number
Item Number
Item Description
Item Quantity
and Units
Unit Price Bid Amount
Dollars Cents Dollars Cents
0800 2401-6750001
REMOVALS, AS PER PLAN LUMP SUM LUMP SUM _________._____
0810 2403-0100000 33.600
STRUCTURAL CONCRETE
(MISCELLANEOUS)
CY _________._____ _________._____
0820 2404-7775005 3,973.000
REINFORCING STEEL, EPOXY
COATED
LB _________._____ _________._____
0830 2404-7775009 152.000
REINFORCING STEEL, STAINLESS
STEEL
LB _________._____ _________._____
0840 2413-0698074 83.100
DECK REPAIR, CLASS A SY _________._____ _________._____
0850 2413-1200000 47.000
STEEL EXTRUSION JOINT WITH
NEOPRENE
LF _________._____ _________._____
0860 2413-1200100 47.000
NEOPRENE GLAND INSTALLATION
AND TESTING
LF _________._____ _________._____
0870 2426-6772016 25.000
CONCRETE REPAIR SF _________._____ _________._____
0880 2499-9000000 38.500
MODULAR EXPANSION JOINT
ASSEMBLY
LF _________._____ _________._____
0890 2499-9000100 1.000
MODULAR EXPANSION JOINT
ASSEMBLY LEAK TESTING
EACH _________._____ _________._____
0900 2533-4980005
MOBILIZATION LUMP SUM LUMP SUM _________._____
Section: 0007 Total: _________._____
Contracts and Specifications Bureau
9/8/2026 12:55 PM
Proposal Schedule of Items
Proposal ID: 31-0618-162 Call Order: 007 Letting Date: October 20, 2026
SECTION: 0008
DESIGN NO. 0228; ALTERNATE ‘BB’ OPTION 1 CLASS O PCC, BID THIS SECTION IF ALTERNATE ‘BB’ OPTION 1
IS CHOSEN (169)
Proposal
Line
Number
Item Number
Item Description
Item Quantity
and Units
Unit Price Bid Amount
Dollars Cents Dollars Cents
0910 2413-0698066 3,765.900
DECK OVERLAY (CLASS O PCC) SY _________._____ _________._____
Section: 0008 Total: _________._____
SECTION: 0009
DESIGN NO. 0228; ALTERNATE ‘BB’ OPTION 2 CLASS HPC-O PCC, BID THIS SECTION IF ALTERNATE ‘BB’
OPTION 2 IS CHOSEN (169)
Proposal
Line
Number
Item Number
Item Description
Item Quantity
and Units
Unit Price Bid Amount
Dollars Cents Dollars Cents
0920 2403-1000010
TRIAL BATCH AND TEST PLACEMENT
(FIBER REINFORCED CONCRETE)
LUMP SUM LUMP SUM _________._____
0930 2413-0698067 3,765.900
DECK OVERLAY (CLASS HPC-O PCC) SY _________._____ _________._____
0940 2413-1000005 3,765.900
FIBER REINFORCEMENT FOR
CONCRETE REPAIR/OVERLAY
SY _________._____ _________._____
Section: 0009 Total: _________._____
Contracts and Specifications Bureau
9/8/2026 12:55 PM
Proposal Schedule of Items
Proposal ID: 31-0618-162 Call Order: 007 Letting Date: October 20, 2026
SECTION: 0010
ROADWAY ITEMS BRF-061-8(169)--38-31
Proposal
Line
Number
Item Number
Item Description
Item Quantity
and Units
Unit Price Bid Amount
Dollars Cents Dollars Cents
0950 2115-0100000 83.640
MODIFIED SUBBASE CY _________._____ _________._____
0960 2301-0690203 1,474.400
BRIDGE APPROACH, BR-203 SY _________._____ _________._____
0970 2401-6745830 570.500
REMOVAL OF P.C. CONCRETE
MEDIAN BARRIER
LF _________._____ _________._____
0980 2404-7775005 8,086.000
REINFORCING STEEL, EPOXY
COATED
LB _________._____ _________._____
0990 2404-7775009 2,690.000
REINFORCING STEEL, STAINLESS
STEEL
LB _________._____ _________._____
1000 2412-0000100 7,574.500
LONGITUDINAL GROOVING IN
CONCRETE, BRIDGE DECK AND/OR
APPROACHES
SY _________._____ _________._____
1010 2435-0600020 1.000
MANHOLE ADJUSTMENT, MAJOR EACH _________._____ _________._____
1020 2435-0600120 1.000
INTAKE ADJUSTMENT, MAJOR EACH _________._____ _________._____
1030 2510-6745850 1,464.500
REMOVAL OF PAVEMENT SY _________._____ _________._____
1040 2513-0474990 312.000
CONCRETE BARRIER, REINFORCED,
AS PER PLAN
LF _________._____ _________._____
1050 2513-4870003 258.500
MEDIAN BARRIER, P.C. CONCRETE LF _________._____ _________._____
1060 2529-2242304 16.000
CD JOINT ASSEMBLY EACH _________._____ _________._____
Contracts and Specifications Bureau
9/8/2026 12:55 PM
Proposal Schedule of Items
Proposal ID: 31-0618-162 Call Order: 007 Letting Date: October 20, 2026
SECTION: 0010
ROADWAY ITEMS BRF-061-8(169)--38-31
Proposal
Line
Number
Item Number
Item Description
Item Quantity
and Units
Unit Price Bid Amount
Dollars Cents Dollars Cents
1070 2529-5070111 272.900
PATCHES, FULL-DEPTH FINISH, BY
AREA (50 FEET OR GREATER IN
LENGTH)
SY _________._____ _________._____
1080 2529-5070120 3.000
PATCHES, FULL-DEPTH FINISH, BY
COUNT
EACH _________._____ _________._____
Section: 0010 Total: _________._____
Total Bid: _________._____
DS-23004
(New)
DEVELOPMENTAL SPECIFICATIONS
FOR
CONSTRUCTION PROGRESS SCHEDULE
Effective Date
October 17, 2023
THE STANDARD SPECIFICATIONS, SERIES 2023, ARE AMENDED BY THE FOLLOWING
MODIFICATIONS AND ADDITIONS. THESE ARE DEVELOPMENTAL SPECIFICATIONS AND THEY
PREVAIL OVER THOSE PUBLISHED IN THE STANDARD SPECIFICATIONS.
Replace all of Article 1108.02, J, of the Standard Specifications with:
J. Construction Progress Schedule.
1. At the preconstruction conference, furnish the Engineer with a preliminary schedule. At least
5 calendar days prior to starting work; provide the Engineer with three copies of a satisfactory
construction progress schedule. In the schedule include, as a minimum, a chronologically
sequenced bar chart showing the proposed starting dates and durations, including the
estimated number of weather delay days, for each item of work. Also in the schedule: 1)
clearly show the controlling item of work for each day of the schedule, and the intended rate
of production for each item of work; and 2) include project staging, project required
milestones, and project suspensions that are 3 working days or longer.
2. Base the progress schedule on an adequate daily working hour schedule, with sufficient
materials, equipment, and labor being furnished to ensure completion of the contract within
the contract period. Commence and prosecute the work according to the accepted progress
schedule, with forces and equipment adequate to complete the controlling operations on
schedule.
3. The Engineer will use the progress schedule to identify controlling operations and as a check
on the rate of progress. The Engineer will jointly review the schedule with the Contractor at
least every 2 weeks to determine if progress is satisfactory. The Engineer may also request
the Contractor revise the schedule for any of the following reasons:
a. The project completion or intermediate completion targets are delayed 10 working days
or more.
b. The Engineer determines that the progress of the work differs significantly from the
current schedule such that it is unlikely the project will be completed within the contract
period.
c. A contract change order requires a revision of the Contractor’s work sequence or the
method of performing the work.
4. Prepare and submit revised progress schedules to the Engineer within 5 business days after
the request.
DS-23004, Page 2 of 2
5. The Engineer’s acceptance of the Contractor's progress schedules does not waive any
contract requirements.
6. Failure to supply the Engineer a satisfactory schedule or any revised schedule, progress
payments may be withheld until a schedule has been submitted and accepted.
7. No direct payment will be made for furnishing construction progress schedules or revisions.
The cost of the schedule is included in the cost of mobilization.
DS-23032
(New)
DEVELOPMENTAL SPECIFICATIONS
FOR
ELECTRONIC TICKETING
Effective Date
October 17, 2023
THE STANDARD SPECIFICATIONS, SERIES 2023, ARE AMENDED BY THE FOLLOWING
MODIFICATIONS AND ADDITIONS. THESE ARE DEVELOPMENTAL SPECIFICATIONS AND THEY
SHALL PREVAIL OVER THOSE PUBLISHED IN THE STANDARD SPECIFICATIONS.
23032.01 DESCRIPTION.
A. This work shall consist of providing electronic material tickets for all loads of flexible paving
mixture or ready mixed PCC delivered to the project. Electronic ticketing will only be required for
the primary material supplied to the project, i.e. flexible paving mixture for an HMA resurfacing
project or PCC for a PCC paving project. Electronic tickets for other materials supplied to a
project may be submitted at the Contractor’s option. The Contractor/supplier can use the plant
ticketing system of their choice to create the material ticket data.
B. Ticket data shall include the following:
1. After each truck is loaded, ticket data must be electronically captured, and ticket information
uploaded via web service / Application Programming Interface (API) to the agency.
2. Material ticket data will be submitted to https://iowa.dot-portal.io via an HTTPS POST as
JSON documents. Include the API key specific to each customer in each request as an HTTP
header.
3. Material supplier must test to confirm that ticketing data can be shared from the originating
system no less than 30 days prior to project start. Topic shall be discussed at the pre-
construction meeting.
4. Ticket data must be available immediately upon project start so there are no delays to
viewing tickets.
5. Provide the same data that is currently accessible and viewed by agency users previously on
printed tickets specific to state projects.
6. Transmit ticket data before the truck leaves the plant and transmit any updates to the ticket
data within 5 minutes of a change.
DS-23032, Page 2 of 3
23032.02 CONSTRUCTION DATA.
Contractor shall submit material ticket data in accordance with the plant manufacturer’s system
recommendations to provide the following.
A. Net weight (or volume for ready mix concrete) of material being transported (to nearest 0.01 ton
or cubic yard).
B. Running daily total of net weight of material (or volume for ready mix concrete) being transported
(to the nearest 0.01 ton or cubic yard).
C. Each material ticket shall contain the following:
1. General Ticket information (All Material).
a. Date.
b. Iowa DOT Project Number.
c. Name of Contractor
d. Name of material supplier.
e. Unique truck ID.
f. Plant/scale name (source).
g. Truck Status Times:
1) Loaded time (time batched) shall be available.
2) Provided other truck status times as available.
a) Ticketed.
b) Load time.
c) Left plant.
d) Arrive at project.
e) Begin unload.
f) Finish unload.
g) Leave project.
2. Portland Cement Concrete.
a. Loaded time (water/cement time).
b. Wet and dry batch weights (if computer generated).
c. Water:
1) In aggregate.
2) Total water.
3) Water/cement ratio.
4) Max water/cement ratio.
5) Allowable water to add.
d. Admixtures (including brand names if available):
1) Retarder and weights.
2) Water reducer and weights.
3) Air entrainment and weights.
4) Special performance admixtures and weights.
5) Concrete fibers.
e. Cementitious material(s) and weights.
f. CPI Name and certificate number.
3. Flexible Pavement Mixture.
a. Type of material.
b. Gross weight (if not automatic weighed).
c. Tare weight (if not automatic weighed).
d. Net weight.
e. Mix design number.
DS-23032, Page 3 of 3
23032.03 METHOD OF MEASUREMENT.
None.
23032.04 BASIS OF PAYMENT.
Payment for electronic ticketing will be incidental to the material being provided.
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- Package Manifest Only
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